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2005-690
TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number. P20050690 Date Issued: Thursday, April 02, 2009 This is to certify that work requested to be done as shown by Permit Number. P20050690 has been completed. Location: 75 BIG BOOM Rd Tax Map Number. 523400-309-018-000 1-001-000-0000 Owner. CRAIG, CHARLES & BARBARA SEELEY Applicant: SEELEY MACHINE, INC. This structure maybe occupied as a: Commercial Addition By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the DirecOrbf YUU&ng&Cod nfo vent Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050690 Application Number. A20050690 Tax Map No: 523400-3 09-018-0001-00 1-000-0000 Permission is hereby granted to: SEELEY MACHINE, INC. For property located at: 75 BIG BOOM Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: CRAIG, CHARLES &BARBARA S Commercial Addition $110,000.00 49 GLENWOOD Ave QUEENSBURY,NY 12804-0000 Total value $110,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2005-690 SEELEY MACHINE, INC. 7800 SQ FT COMMERCIAL ADDITION $1,092.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Friday, August 17, 2007 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To ensbu August 17,2006 SIGNED BY P for the Town of Queensbury. Director of Building&dde E rcement WINDOW SCHEDULE Job Site/Address: 75 Aid Awl" 44 a� S U Date: GG�S - f 7ZD®� Owner: s��'4�' ids" !NW - Application No. �c�5-� Window Window Window Unit or Rough Rough SQ.FT. SQ.FT SQ.FT. Clear Clear Special Hardware Number or Manufaturor Model/Type Stock Openin Opening Glass/Vis Egress/Cie Opening Opening or Instructions Letter on Name Numbe g Height Ible Vent ar Width In Height Plan Call Width Light Opening Inches in Inches Size Example Entry A Andersen Narroline 3062 312 6161/z 15.30 8.36 6.01 34 24 15/35" Tempered Double 1/3" 11/16 Glazing Hun C:\Documents and Settings\Sue\Local Settings\Temp\Window Schedule.doc Permit No. � , U Building&Codes Office-Department of Community Development-Town of Queensbury Fee Paid - Uv 742 Bay Road,Queensbury, NY 12804 Recreation Fee Dave Hatin,Director codes@aueensbury.net Phone: (518) 761-8256 FAX: (518) 745-4437 Principal Structure Building Permit Application Application & Plans subject to review before issuance of a valid permit for construction. Instructions: A permit must be obtained before beginning construction. No inspections will be made until the applicant has received a valid building permit. All applicants' spaces on this application must be completed and must appear on the application form. Applicant/Builder 47A49LCS 0 • 5.e-e46 Owner: � 'g ✓ �• SE Address: Address: S 0O / Home Phone: Home Phone: Email Address: Email Address: Cell Phone: Cell Phone: FAX Phone: FAX Phone: 7 .P 926t7 Person responsible for supervisionof work with respect to building and codes compliance: Name: G �/�.�l�s �• ��r�L Address: Phone Location of proposed construction: Lot No. Legal Address:7`q 64 AA AMP Tax Map Number: J�7 • �� ' l Subdivision Name: �V /g Estimated Cost of Construction: $ //D . DOD Proposed construction is for: _Residential Use ,Commercial Use Name of Business: S •1..�Y A CAII 125 A/4 If proposed construction is an addition,what will use of new addition be? New Addition Alteration Proposed Construction 10 Floor 2^d floor Other Total Proposed structure (Occupancy Type) Sq. Ft. sq.ft. Sq. Ft. Square feet Height Ft.&in. Single-Family Dwelling Two-Family Dwelling Townhouse Multifamily Dwelling Number of Units: Office Mercantile Manufacturing Other: Attached Garage 1, 2, 3 Type of Heating System: Electric, Oil, Gas, Wood, Forced Hot Air, Baseboard, Other: Is a fireplace and/or woodstove being installed, please refer to a separate application. —Yes & No Applications are subject to Zoning Administrator, Code Compliance, and Structural Plan review. The Building and Codes Office will allow commencement of your proposed project only after issuance of your permit. Declaration: Please sign below after you have carefully read the statement: To the best of my knowledge, the statements contained in the application, together with the plans and specifications submitted, are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Codes, the Zoning Ordinance, and all other laws pertaining to the proposed work shall be complied with,whether specified or noted, and that such work is authorized by the owner. Further, it is understood that I/we shall submit prior to a Certificate of Occupancy or Certificate of Compliance being issued, as requested by the Zoning Administrator or Director of Building and Codes, an As-Built Survey by a licensed surveyor, drawn to scale, showing actual location of all new construction. i Date:jUL �S 4S� Applicant/Builder Signature:X The application of dated is her y approved and permission granted for the construction, reconstruction or alteration of a building/and or acc ssory structure as set forth above. Date: Authorized Signature: L:\Sue Hemingway\Building.Permit.FORMS\Principal Structure Permit Application.doc V:12/14/04 Application for Permit— Septic Disposal System Town of Queensbury 742 Bay Road Queensbury, NY 12804 (518) 761-8256 1. OWNER INFORMATION: .................................................................................................. Office Use Location of installation: File Permit No. Tax Map No. Fee Paid Owner's Name: Address: 00 2. INSTALLER'S NAME /V /� PHONE IjD. 3. RESIDENCE INFORMATION: (circle year of dwelling, indicate #bedroom(s) and multiply #of bedrooms with applicable gallons per bedroom to equal total da i Year of House: No. of Bedrooms x Computation = Total Daily Flow 1980 or older x 150 gal/bdrm = 1980 — 1991 x 130 gal/bdrm = 1991 —present x 110 gal/bdrm = Garbage Grinder Installed yes_ / no N� fGs � Spa or Hot Tub Installed yes, / no 4. PARCEL INFORMATION: (circle applicable information& indicate measurements) Topography Soil Nature Ground Water Bedrock or Impervious Material Domestic Water Supply Flat sand at what depth at what depth municipal Rolling loam feet feet well Steep slope clay if well; water supply _%slope other from any septic-system depth: absorption is ft, other Percolation Test: (To be completed by licensed professional engineer or architect) Rate: minute per inch 5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each Garbage Grinder, Spa or Whirlpool Tub. Septic Tank: gallon (min. size 1,000 gal.) Tile Field: each trench ft. Total System Length: ft. Seepage Pit(s): number of size of each: ft. by ft. Size of Stone to be used: # / depth or thickness feet Bed System Size: x Alternative System: length and/or size 6. HOLDING TANK SYSTEM: (if required) Number of tanks: / Size of each: gallons /TOTAL Capacity: gallons Note: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. 7. SIGNATURE & INFORMATION FOR RESPONSIBLE PERSON(please read) For your protection,please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. 5}''" Signature of responsible person Date Town of Queensbury Sewers and Sewage Disposal Chapter Appendix C ABSORPTION FIELD SEPARATION REQUIREMENTS POND 1Wr CA504q r • PkfLub �Ct]hJ�43 Appendix C ABSORPTION FIELD SEPARATION REQUIREMENTS PON s.ua 4 -4 se R f �x11K�x sds ' OR4MI�lY Richard A missita K0"Superintendent Fiume{51E)798-5127 742 Bay Road • Queensbury,NY 12804 Midwel F Travis Office Phone: (518) 761-82if DePutY H4r*;aY Superintendent Fax: (518) 745-4466 (518)798-0413 ( ,. "f, DRIVEWAY PERMIT DATE: APPLICANT NAME: TELEPHONE NO.: �9� " ►! ADDRESS TO BE INSPECTED: RETURN ADDRESS: Applicant must show exact location and width of driveway(s)to be connected to the highway by placing stakes at the specified location. The Superintendent of Highways of the Town of Queensbury has reviewed this application. The following action has been taken: STEP 1: O Preliminary Approval NB Cd e�/ 5 �UJj2tr-X>, NEED: ( )Slight Swale ( )Level with the road ( )Deep Swale Size pipe to be used(if necessary) )12" ( )1 s" ( )I&- ( )24" ( )36,. Preliminary inspection completed by DATE Approval by Highway Supt. Deputy Supt Upon completion,please resubmit this approved permit for a final approval. STEP 2: ( )Final Approval ( )Rejected DATE: Richard A. Missita,Highway Superintendent Commercial Final Inspection Report Office No.: (518) 761-8256 Date In eflhnifials- 4. e ved- Queensbury Building& Code Enforcement Arrive: Depart: c am/ 742 Bay Road,Queensbury,NY 12804 Inspector'sNAME: , j Ll i t P C'A i ti PE —(���` -- LOCATION: _715 V�I(, &Cs 6D DATE: COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks terior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in. w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36 (w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/z doors > 10%> 1000 s . ft. 3/a Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 s . ft Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides] Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required Final Survey,New.Structure/Flood Plain certification,if req. As-built Septic S ste_m La out Re uired or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc ' 0� Commercial Final Inspection Report ` Office No.: (518) 761-8256 Date his ection re s r v d: LA —(9�J�Z Queensbury Building& Code Enforcement Arrive: De art: ' 742 Bay Road, Queensbury,NY 12804 Inspect or's� i GAu NAME: ��r��L�'� µ 1�C H t K)�1 1► � PERMIT g�Z LOCATION: (3I C, dpo►r�� DATE: — — COMMENTS: Y N NA Chimney/"B"Vent/Direct Ve ca on ����,��� PlumbingVent Through Roof 6" oaf Com 1 Exterior Finish/Grade Complete 6"m or Equivalent ®t3 Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 in. Sparing Platform/Decks Stair Handrail 34 in.—38 in. /Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in. w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36(w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Re lator 18" Above Grade ►J��O R ''�flv Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum 61TE PLC Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut.Off Within 30 ft.or Within Line Of Site, �.. Oil Furnace Shut Off at Entrance to Furnace Area ���� \z Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %z doors `` > 10%> 1000 s ,ft. 3/a Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 s . ft. Wood FrameQ� �¢��� Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan,if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond lBoth sides] Active Listening System and Signage Assembl S ace Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C L:\Building&Codes Forms\Building&CodesUnspection FormslCommercial Final Inspection Report.doc 1 Inspection for Permit to Occupy I Fire Marshals Office Request Rec'd Permit No. o5-ce 9c) Town of Queensbury 742 Bay Road 13l0-I `: Queensbury,NY 12804 Scheduled Inspection Date: Time: Phone: (518)761-8206 Business Name: i s-�, i'c c hI f�— Fax: (518) 745-4437 Location: Type of Ins ectlon N/A Yes No EXITS: Exit Access COMMENTS Exit Enclosure Ut Discharge AISLES: Main Aisle Width Secondary Aisle Width EXIT SIGNAGE Sign-normal Sign-batter EVAC signs in rooms TRUSS ID SIGNAGE EMERGENCY LIGHTING FIRE EXTINGUISHER: Hun I t Inspection of extinguisher FIRE ALARM SYSTEM Fan Shutdown �.... Fire Sprinkler System Fire Suppression-kitchen � � Qwmhur� ,,.. Fire Suppression-Gas Islan Generator Hood Installation Elevator Interior Finishes Storage Compressed Gas Clearance to Sprinklers Clearance to Electrical Hectric Wirina Enclosed/Labeled Combustible Waste Vehicle Impact Protection Knox Box F.D.Si na e-Utility Rooms No Smoking Signs, Maximum Occupancy Sign Emergency Evacuation Plan Approved (if no other approvals apply,the B&C Office will ijee ific of Occupancy) o Denied / call for Recheck Inspected By: LAHreMarshal\New Folder\permitto occupyform.doc -Z.-- � I I - VL Foundation Inspection Report , ,�`` V Office No. (518)761-8256 Date Inspection r est e Queensbury Building&Code Enforcement Arrive: Depart: s ' 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi . NAME: A --�LE� fAf rc%-\1QV RMIT#: _ wT �an LOCATION: V�\ 1-�,nntA R INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width b inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab C/Cast/Copper Foundation Insulation Interior/Exterior R- No lr\ Rough Grade 6 inch drop within 10 ft.' L:\Building&Codes forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Ins tion r Queensbury Building&Code Enforcement Arrive: epart: pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Init NAME: C•1C- tf RMIT#: S LOCATION: c, SPECT ON: It 131A2 TYPE OF STRUC Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Vound on Insulation Interior/ xterior R- �L." F Rough Grade 6 inch drop within 10 ft. U\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report-doc Last printed 12/20/2005 9:24:00 AM w Foundation Iristpecfio7h ��Zr�t /_ Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pw Depart: t. , am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: c INSPECT ON: 4 TYPE OF STRUCTURE: Comments Y N N/A Footings a Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place ' ._ —fZ. Foundation Dampproofmg i .. Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 fl. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM nuu-IC-cuuntlut) U8: 54 SEELEY MACHINE (FAX)5187980687 P. 001/001 CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION,P,D.&T.S., INC. NUU 0 G 2006 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(519)399-1913 CLIENT: SEELEY MACHINE,INC. REPORT NUMBER 1 ;PAGE#:1 75 BIG BOOM ROAD INSPECTION DATE: 1012S/06 QUEENSBURY,NEW YORK 12804 OUR FILE NUMBER: 1192.091 INSPECTOR r4 TEST SET. BOB 8EHAN 05 ATTN: MR.CHARLES SEELEY AMBIENT WEATHER: 40's'CLOUDY PROJECT: ADDSIALTS:SEELEY MACHINE:QUEENSBURY,NY, OUR FILE LOCATION: 72434 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD 9 1 : FOOTING;NEW ADDITION LOAD NUMBER: TRUCK NUMBERITICKET NUMBER: / 74888D YARDAGE DELIVERED/SUBTOTAL: 11.00/ 11100 TIME CONC. BATCHED/ARRIVED: 1.451 .2.00 TIME PLACEMENT BEGAN/ENDED; 2.101 2.44 CONCRETE AGE(HOURS) (SPEC: MAX: 1,50) 0.96 SLUMP ON ARRIVAL (INCHES): 3.00 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IFAPPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: 5.00) 3.00 UNTRAINED AIR (%VOL) (SPEC; 4,00 . 7.00) 5,70 UNIT WEIGHT (PCF) (SPEC: ) 143.09 CONCRETE TEMP. (F) (SPEC: 45 - 85) 83 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS 72434• 72430 REMARKS: UNLESS NOTED ALL TESTING LAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: J01NTA-GALUSHA CONCRETE,LLC, CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 CONCRETE DESIGN STRENGTH: 4000 P.S.1:@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 10/2G/06 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT C8MENT. LBS, NUMBER DATE AGE;DAYS & BREAK TYPE P,S,1, WATER GAL, COARSE AGGREGATE#1: LBS. 72434 11/01108 7 121.650 C 4310 COARSE AGGREGATE#2: LBS. 72435 11/01/OG 7 118,700 C 42M COARSE AGGREGATE 95; LBS. 72436 11rMaS 28 FINE AGGREGATE; LBS. 72437 111=132 28 ADMIXTURE 41; OZS, 72433 11/22/09 20 ADMIXTURE#2: OZS. 72439 SPARE ADMIXTURE#3: OZS_ AIR ENTRAINING AGENT: 02S. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3: 7: 4: 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSLIN,S.ET. (NICET) MANAGER TECHNICAL SVCS. MAR.'v22-2006 01 :30 AM CONSTRUCTION TECH. 518 399 1913 P. 02 CONSTRUC'TION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S., INC. 4 William Street, Ballston Lake,New York 12019 Phone; (518)399-1848 flax: (518)399.1913 March 22, 2006 SEELEY MACHINE 75 Big Boom Road Queensbury,New York 12804 Att'n: Mr. Chuck Seeley Re: ADDS/ANTS: SEELEY MACHINE, QUEENSBUR"'Y,NEW YORK Construction Materials Inspection and Testing Services Dear Mr. Seeley, CONSTRtiCTION TECHNOLOGY is pleased to submit the following fee schedule and proposal to provide all necessary labor,equipment, tools,and supplies to complete the construction materials inspection, testing and laboratory evaluations required of the referenced project. From our conversation, we anticipate our services may include: I. FIELD SERVICES: * SOIL, FILLS AND BACKFILLS: Services of a Senior Materials Technician to provide onsite soil compaction verification. Testing and evaluation of fill and backfill materials shall be in accordance with ASTM D-1556: Sand Cone Method or ASTM D-2922: Nuclear Gauge Density Method. * PORTLAND CEMENT CONCRETE: Services of a Senior Materials Technician,certified as required in ASTM C-94, by the American Concrete Institute (ACI) to Grade I, Field Technician. Services shall include tests for slump, entrained air, temperatures, unit weight/yield and fabrication of test specimens. Recordation of placement shall be in accordance with applicable ASTM Standards and ACI Specifications. * STRUCTURAL STEEL& BOLTED CONNECTIONS: Services of a Senior Materials Technician to provide onsite inspection of structural steel. Services include dimensioning, plumbness and alignment of columns and beams; and torque evaluation of bolted connections in accordance with the American Institute of Steel Construction (AISC). * Concrete test cylinder and construction materials pickup, Technician hourly rate for above listed services $ 23.50 Transportation per mile portal-to-portal 0.41 11. LABORATORY SERVICES: Soil Particle Size Analysis(Sieve Analysis),per sample $ 40.00 Soil Moisture/Density Relation(Proctor),per sample 75.00 Compression Test of Concrete Test Cylinders, per cylinder 7.50 MAR1122-2006 01 :31 AM CONSTRUCTION TECH. 518 399 1913 P. 03 r March 22,2006 SEELEY MACHINE Re: ADDS/ALTS: SEELEY MACHINE, QUEENSBURY, NEW YORK 111. EQUIPMENT CHARGES: Nuclear Soil/Asphalt Density Gauge,per day $ 40.00 All listed fees INCLUDE administrative review and typed report distribution,to our client and those parties designated by project specification. CONSTRUCTION TECHNOLOGY also provides other forms of testing and inspection services. Should there be requirements other than those listed,please allow us to modify this proposal or resubmit a suitable proposal for additional work. We appreciate your interest in our firm. We look forward to serving the construction materials inspection,testing and laboratory requirements of SEELEY MACHINE. If there are any questions,or when we may be of assistance, please contact this office immediately. Respectfully, CON RUCTION TECHNOLOGY otzt Joslin, S.E.T. (NICET) Manager Technical Services 08/08/06_11:04 F.1_Y 814 725 £1193 INDEPEDENCE STEEL I001 TUE AUG 08, 2006 10: 02 AM PAGE 2 7- '5myv- F-01 o5 - Oc s ALI., AMERICAN SYSTEMIC;) �.�..7301 F'zriYvie.nr i Hc>t:=.tort.Tr 7(}s.1 FO, Box 40220/f-,,UStnr- 77240-0?'" (713)4bb- 6S1 /(SOU) 777-{)373 (71314f b August 8, 2006 FAX: B1 4-725-9193 Independence Steel Products North Ea:;t, Inc. 10170 West Main Road NotJi East PA 16428 Ref: All American Systems Job#205010 Projcvct_ Gschermerhorn, Glen Falls, NY This lettrur is to certify that the modified building will meet the requirements of the 200:2 New York Building Cade with 70 psf Ground Snow load and 90 mph Exposure C Wind load. If you have 4,ny questions, please call me at 832-590-1955. Sincerely, Je y H2rpstjar, P,E, �T, AQ�'J7a��' P r� Z Jerome "r—Adamski, PJE- �^ Sealing Engineer A� JUN-21-1900 16:31 FROM TO ?45443? P.01 SCUDDER Associates Consulting Engineers P.O. Box 792 DEC � 5 Glens Falls, NY 12801 5181793 — 1475 FAX MEMO NUMBER OF PAGES INCLUDING COVER SHEET (2) DATE December 9, 2005 TIME: 2:45 PM TO DAVID HATIN, DIRECTOR BUILDING & CODE ENFORCEMENT FAX NUMBER 518/745 -4437 SENDER TELEPHONE 518/ 793-1475 MESSAGE MR. HATIN: ATTACHED IS THE SEISMIC REVIEW SUMMARY FOR SEELEY MACHINE INC. AT 75 BIG BAY ROAD, QUEENSBURY. THANKS. C. H. SCUDDER JUN-21-1900 16:32 FROM TO 7454437 P.02 SEISMIC REVIEW SUMMARY PROJECT: .15ac-40r AWIIIAle Aide LOCATION: 75- 1�/4 ,640A1, P' !gyp ,g�ir elP CODE: ITEM Value SCNYS BCNYS Code Section Page No, Site Class 1> Table 1615.1.1 317 (default to site class D) Section 1615.1.1 316 Se (short period) > 3 Figure 1615(1) 318 S, (1 second period) 1 /0 Figure 1615(2) 319 Fe (site coefficient short) 1. 4 Table 1615.1.2(-1) 320' F, (site coefficient-1 sec.) 2.-' Table 1615.1.2(2) 320 SR,$(short period adjusted) ©• (p Equation 16-16 , 317 Sm, (1 sec. period adjusted) ©• r/is Equation 16-17 317 St,, (short period) Q . /!4/,07 Equation 16-18 320 St,, (1 sec. period) e0. S" Equation 16-19 ;" 320 Seismic Use Group Table 1604.5 287 Seismic Design Category /t Table 1616.3(1) 324 (short period) !`1 Seismic Design Category a Table 1616.3(2) 324 (1 sec. period), j SEISMIC DESIGN CATEGORY This category determines the (most severe of above two) design analysis and whether MEP systems must be braced, Analysis Procedure Used LAX CER 7-00 Section 1616.6 326 ` Building Components. Subject To Section 1621 345 Seismic Design Requirements: E?CC er rap Architectural Section Y621.1.1 & 345 Mechanical Section 1821.1.6 347 Plumbing ditto 347 Electrical ditto 347 JAM Page 10 of 10 TOTAL P.02 SEISMIC REVIEW SUMMARY PROJECT: S.E40r RAelfl lLe !le LOCATION: 7$' dao,0 4p., $dJ-6Vji&X?EIP CODE: �— ITEM Value BCNYS BCNYS Code Section Page No. Site Class Table 1615.1.1 317 (default to site class D) Section 1615.1.1 316 Ss (short period) 3" Figure 1615(1) 318 S, (1 second period) /® Figure 1615(2) 319 Fa (site coefficient—short) 1• la Table 1615.1.2(1) 320 Fv (site coefficient-1 sec.) 2•-' Table 1615.1.2(2) 320 Sms (short period adjusted) O• lD Equation 16-16 317 Sr,,, (9 sec. period adjusted) Equation 16-17 317 S., (short period) O . 40!AI Equation 16-18 320 Sp, (1 sec. period) ®. S4.4 Equation 16-19 320 Seismic Use Group f Table 1604.5 287 Seismic Design Category /t Table 1616.3(1) 324 (short period) J"1 Seismic Design Category A Table 1616.3(2) 324 (1 sec. period) SEISMIC DESIGN CATEGORY This category determines the (most severe of above two) 14 design analysis and whether MEP systems must be braced. Analysis Procedure Used 6XC46P7-6:A Section 1616.6 326 Building Components Subject To Section 1621 345 Seismic Design Requirements: G�X C APT�p Architectural Section 1621.1.1 & 345 Mechanical Section 1621.1.6 347 Plumbing ditto 347 Electrical ditto 347 JAM Page 10 of 10 (:]) TOWN OF QUEENSBURY 742 Bay Road, Queensbury, IVY. 12804-5902 qW Memorandum To: ,Dave Hahn, Chuck Seeley, File From: Michael J Palmer, Fire Marshal Date: Dec.20th,2005 Re: Warehouse addition Site visit this date,to go over proposed addition. The following items where discussed and agreed upon: 1) Overhead door from existing to proposed lower level to be eliminated 2) Opening to be provided in place of overhead door, for passage 3) All other appliances shown on drawing will be included in the final plans. 4) Exit doors to be provided as indicated. Michael J Palmer, Fire Marshal 742 Bay Road Queensbury, NY 12804 518.761.8206• -firemarslzalR@queensbury.net i _ _.. G V" r EXISTING BUILDING WOOD FRAMING / m k [60' x 80'1 0 a A r m A m l rEDADDITION SF i w S 145 x 120'1 (- 47 FLOOR ELEVATION r t�ye 0 k 00 I'IY'1 T—1G-17✓JTJ T�7 4�1 rKl�"I TO 7454437 P.02 e Permit* Permit Date Generated by COMcheck Package Generator Envelope Compliance Certificate New York State Energy Conservation Construction Code Report Date_08/14/06 Section 1: Project Information Project Tide:SEEL EY MACHINE INC Construction Site: Owner/Agent: Designer/Contractor: 75 BIG BOOM ROAD CHARLES H SCUDDER OVEENSBURY,NY 12801 SCUDDER ASSOCIATES, CONSULTING ENGINEERS P.O.BOX 792 GLENS FALLS,NY 12801 618-793-1475 gwwd@adelphia.net Section 2: General Information Building Location(for weather data): Warren,New York Climate zone: 15 Heating Degree Days(base 65 degrees F)., 7635 Cooling Degree Days(base 65 degrees F): 366 Project Type-, New Construction Vertical Glazing/Wall Area Pot.: 1% A_yliding tube Floor Area Office 780D Section 3: Requirements Checklist Climate-Specific Requirements: Component Name/Description Cavity R-Value Cont.R-Value GISIng U-Factor Ceiring:Metal Puriin w/o Thermal Break 19.0 19.0 Wall:Metal-Framed 11.0 11.0 Window:Other,Other,SHGC 0.70 --- --- 0.700 Slabon-Grade:No Basement.Vertical 2 ft. — 4.0 Comments:Unheated 48 inch depth (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Air Leakage,Component Certification,and Vapor Retarder Requirements: ❑ 1. All joints and penetrations are caulked,gasketed,weather-3tripped,or otherwise sealed. 0 2_ Windows,doors,and skylights certified as meeting leakage requirements. ❑ 3. Component R-values&U-factors labeled as csrtifted. ❑ 4. Insulation installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated Wvalue without compressing the insulation. Cl 5, Fireplaces Installed with tight fitting non-combustible fireplace doors. ❑6. Stair,elevator shaft vents,and other dampers integral to the building envelope are equipped with motorized dampers. SEELEY MACHINE INC Page 1 of 2 �-�u rJ�--44 rrEui•i TO 745443? P.O3 ❑ 7. Cargo doors and loading dock doors are weather sealed. ❑ S. Recessed lighting fixtures are,(i)Tyrpe IC rated and sealed or gasketed;or(ii)installed inside an appropriate air-fight assembly with a O.S inch clearance from combustible materials and with 3 inches clearance from insulation material. O 9, Vapor retarder installed. Section 4: Compliance Statement Comptlancs StvWnent•The proposed envelope design represented In this document is consistent with the building plans, specifications and other calculations submitted with this permit application.The proposed envelope system has been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck Package Generator and to comply with the mandatory requirements in the Requirements C:he&list. When a Registered Design Professional has stamped a Ig this page,they are attesting that to the best o;71;74� e, belief,and professional judgment,such plans or sperm o re in ionce with is Code. C'N l�s /�• vA�0 2 r Principal Envekm{me Designer-Name signatu D a o• • s s •. o Sig SEELEY MACHINE INC ��-__. Page 2 of 2 l U 'l4544,�'e P.04 Permit# Permit Date Generated by COMcheck-Web Software Lighting Compliance Certificate 90.1 ('89) Code Report bate:W14106 Section 1: Project Information Project Title: Construction Site: OwrlerlAgent: Designer/Contractor: Section 2: General information Building Use Description by. Project Type, Addition > i dAQ.-AM EloQcAmn Other 7800 Section 3: Requirements Checklist Interior Lighting: O 1. Total actual watts must be less than or equal to total allowed watts- Allowed Watts Actual Watts Complies 4680 2000 YES Exterior Lighting: Cl 2. Comply with Secdons 401.3.1 and 401.3.1.1 of 90.1-1989 Code and attach documentation- Controls,Switohing, and Wiring: 3. Master switch at entry to hotel/motel guest room. O 4. Minimum of one manual control for each space with no task activity(i.e.storage).Multiple manual controls,occupancy sensor, automatic timer,or dimmer in other spaces. Exceptions: Lighting for emergency or exit egress or intended for continuous operation. o 5. Photocell/astronomical time switch on exterior lights. Ficoepllons: Lighting intended for 24 hour use. S. Tandem wired one-lamp and three4amp ballasted luminaires(No single-lamp ballasts). Exceptions. Luminaires with three lamp ballasts(or electronic high-frequency single-lamp ballasts). Section 4: Compliance Statement Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans,9pedflooWns and other calculations submitted with this permit application.The proposed lighting system has been designed to meet the 90.1 rag) Pegs 3 of a rin i—is—l�ew� e�7•v� rKUI'I TO 7454437 P.05 Permtt# Permit Date Generated by COMcheck-Web Software Mechanical Compliance Certificate 90.1 ('89) Code Report Date:08/14M Section 1: Project Information Project Title: Construction Site: Owner/Agent: Designer/Contractor: Section 2: General Information Building Location(for weather data): Glens Falls,Now York Climate Zone: is Heating Degree Days(base 65 degrees F): 7035 Cooling Degree Days(base 65 degrees F): 356 Project Type; Addition Section 3: Mechanical Systems List QsWrov f Siftmm""929c 0lon 2 GAS-FIRED:Heating:Unit Heater,Gas Section 4: Requirements Checklist Requirements Specific To: GAS-FIRED : 0 1. Equipment minimum efficiency:Unit Heater(Gas):78%Et @ Maximum Capacity,74%Et Minimum Capacity Generic Requirements: Must be met by all systems to which the requirement is applicable: 1, Load calculations per 2001 ASHRAE Fundamentals O 2. Plant equipment and system capacity no greater than needed to meet loads Exception Standby equipment automatically off when primary system in operating Exception:Multiple units controlled to sequence operation as a function of load 3. Minimum one temperature control device per system p 4. Minimum one humidity control device per installed humidifioation/dehumidification system 5, Automatic Controls:Setback to 55 degrees F(heat)and 85 degrees F(cool):7-day clock,2-hour occupant override,10-hour backup Exception'Continuously operating zones - Exception:2 kW demand or less,submit calculations !] 6. Outside-air source for ventilation:system capable of reducing OSA to required minimum 07. Hot water pipe Insulation:1 in.for pipes<=1.5 in.and 2 in,for pipes>1.5 in,Chilled water/refrigerant/brine pipe insulation:1 in_ for pipes<=1.5 in.and 1.5 in,for pipes>1.5 in,Steam pipe insulation:1.5 in.for pipes<=1.S in.and 3 in.for pipes>1.5 in. Exception:Piping within HVAC equipment Exception:Fluid temperatures between 55 and 105 degrees F Page 6 of 8 MAY-12-1900 09:46 FROM TO 7454437 r.wb Exception:Fluid not heated or cooled Exception:Runouts<4 ft in length ❑ S. Operation and maintenanoe manual provided to bullding owner Section 5: Compliance Statement Compflance Sfefemenr The proposed mechanic*(design represented in Oft document Is consistent with the building plans. specifications and other calculations submitted with this permit application_The proposed mechanical systems have been designed to meet the 90.1 C89)Code requirements in COMchm*-Web and to mandatory requirements in the Requirements Checklist. rl Principal Mechanical Designer-Name Skgnat Date �awaw w Page 7 of 8 TOTAL P.06 I - . � I � " I� � . . ��l - A, I I � . - I I I '\\-,- . � I .1 � . I I . . � �, ,t �-lj ,. � I I I . ,�� - - I .1 ; I . . - �, � IN IN - I I- - !� � . . � - . . I --- .- I I �'1� , ��- � \, � I I I I I - � I � � Z4�! , I . I 1. . . I ku- - m � 1141111111� � , I I . . � , - 11 I �l .;; � �, : � � I � - I \ , I A-, . .1 "I - 1. . I . � I � 1. - I ". . I I I . , i . " . I � I � I I I I . - � I 1 4 . 1. . I I I I -. � , 7 � --�� ,f , . m f . � , , . .� I . 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